JPS6053123B2 - Sheet for stabilizing the base of underwater structures - Google Patents

Sheet for stabilizing the base of underwater structures

Info

Publication number
JPS6053123B2
JPS6053123B2 JP11409182A JP11409182A JPS6053123B2 JP S6053123 B2 JPS6053123 B2 JP S6053123B2 JP 11409182 A JP11409182 A JP 11409182A JP 11409182 A JP11409182 A JP 11409182A JP S6053123 B2 JPS6053123 B2 JP S6053123B2
Authority
JP
Japan
Prior art keywords
sheet
base
underwater
stabilizing
free end
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP11409182A
Other languages
Japanese (ja)
Other versions
JPS598830A (en
Inventor
昌司 行本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nikken Kogaku Co Ltd
Original Assignee
Nikken Kogaku Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nikken Kogaku Co Ltd filed Critical Nikken Kogaku Co Ltd
Priority to JP11409182A priority Critical patent/JPS6053123B2/en
Publication of JPS598830A publication Critical patent/JPS598830A/en
Publication of JPS6053123B2 publication Critical patent/JPS6053123B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 本発明は例えばケーソンの如き水中構造物の基底部に
敷設され、水流、波浪等による水底地盤の洗掘に基く前
記水中構造物の沈下、傾斜を防止する水中構造物の基底
部安定用シートの改良に係り、水中構造物の基底部に敷
設される可撓性シート本体の自由端に鋼管を装着すると
ともに、同鋼管内に挿通された索条を介してコンクリー
トパイルを連結してなることを特徴とするもので、その
目的とする処は、簡単な構成で、前記シートにおける水
中構造物の基底部周縁から突出する自由端部の波浪、水
流による揺動に基因する同端部の下部の土砂の洗掘を防
止する、改良された水中構造物の基底部安定用シートを
供する点にある。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides an underwater structure that is installed at the base of an underwater structure such as a caisson, and that prevents the underwater structure from sinking or tilting due to scour of the underwater ground by water currents, waves, etc. Regarding the improvement of the base stabilization sheet for underwater structures, a steel pipe is attached to the free end of the flexible sheet body laid at the base of the underwater structure, and a concrete pile is attached to the base of the underwater structure through cables inserted into the steel pipe. The purpose of this is to have a simple structure, and to prevent the sheet from shaking due to waves or water currents at the free end of the sheet that protrudes from the base periphery of the underwater structure. An object of the present invention is to provide an improved sheet for stabilizing the base of an underwater structure, which prevents scouring of earth and sand at the lower part of the same end.

本発明に係る安定用シートは前記したように、可撓性
シート本体の端部に装着された鋼管に挿通された索条を
介してコンクリートパイルが鋼管に対して揺動自在に連
結されているので、本発明のシートを水中構造物の基底
部に敷設すると、同基底部の周縁より突出する前記シー
ト端部における前記コンクリートパイルが自重と波浪、
水流に基く揺動によつて水底地盤の土砂内に、徐々に埋
没し、同水底地盤内に碇着される。この結果前記シ ー
トの自由端部は水底地盤上に安定した状態に保持される
。従つて水中構造物の基底部周縁より突出した前記シー
トにおける自由端部の水流、波浪による揺動が防止され
、この揺動によるシート自由端部の下部地盤の洗掘が防
止され、地耐力の不均等に基因する水中構造物の不等沈
下が防止されるものである。 前記シートの端部に重量
物をアンカーとして装着した場合、同アンカーが洗掘に
よつて水底地盤の土砂中に深く埋没することは不可能で
、アンカーとしての所期の目的を十分に達成できない憾
みがあるが、本発明においてはアンカーとしてのコンク
リートパイルが、屈撓自在の索を介してシート本体自由
端部の鋼管に連結されているので、前記コンクリートパ
イルは容易に水底地盤の土砂中に深く埋没してアンカー
効果を挙げることができる。
As described above, in the stabilizing sheet according to the present invention, the concrete pile is swingably connected to the steel pipe through the cable inserted through the steel pipe attached to the end of the flexible sheet main body. Therefore, when the sheet of the present invention is laid at the base of an underwater structure, the concrete pile at the end of the sheet that protrudes from the periphery of the base will be affected by its own weight and waves.
Due to the movement caused by the water flow, it is gradually buried in the sediment of the underwater bed, and is anchored in the same underwater bed. As a result, the free end of the sheet is held stable on the underwater ground. Therefore, the free end of the sheet protruding from the periphery of the base of the underwater structure is prevented from swinging due to water currents and waves, and the ground beneath the free end of the sheet is prevented from being scoured due to this swinging, thereby reducing the bearing capacity of the ground. Uneven subsidence of underwater structures due to uneven settling is prevented. When a heavy object is attached to the end of the sheet as an anchor, it is impossible for the anchor to be deeply buried in the soil of the underwater ground due to scour, and the intended purpose of the anchor cannot be fully achieved. However, in the present invention, the concrete pile as an anchor is connected to the steel pipe at the free end of the sheet body via a flexible cable, so the concrete pile can easily be immersed in the earth and sand of the underwater ground. It can be buried deeply and create an anchor effect.

またこの際、前記コンクリートパイルの連結索条がシー
ト本体の端部鋼管に挿通、連結されているので、コンク
リートパイルの埋没に伴つて索’条に緊張力が作用した
際、シート本体の自由端部が剪断されることがない等、
本発明は多くの利点を有すものである。 以下本発明を
図示の実施例について説明する。
In addition, at this time, since the connecting cables of the concrete pile are inserted and connected to the end steel pipes of the sheet body, when tension is applied to the cables as the concrete pile is buried, the free end of the sheet body parts are not sheared, etc.
The invention has many advantages. The present invention will be described below with reference to the illustrated embodiments.

1は塩化ビニールシート等より構成された水中構造物
の基底部安定用のシート本体で、その端部に所要間隔を
存して配設された鋼管2が巻込まれ、同巻込端部1aを
シート本体1に溶着することによつて、鋼管2がシート
本体1の自由端部に装着されている。3はコンクリート
パイルで、前記鋼管2に挿通されたポリプロピレン等の
索条4を介して連結されている。
Reference numeral 1 denotes a sheet body made of a vinyl chloride sheet or the like for stabilizing the base of an underwater structure. Steel pipes 2 arranged at a required interval are wound around the ends of the sheet body, and the wound ends 1a are wound around the ends of the sheets. A steel pipe 2 is attached to the free end of the seat body 1 by welding to the seat body 1. A concrete pile 3 is connected to the steel pipe 2 through a rope 4 made of polypropylene or the like.

前記のように構成されて水中構造物の基底部安定用シー
トは、ケーソンの如き水中構造物Aの基底部に敷設され
るもので、同構造物Aの基底部周縁より突出したシート
本体1の自由端部におけるコンクリートパイル3が、自
重と波浪、水流による揺動によつて水底地盤Bの土砂中
に埋没碇着され、シート本体1自由端部を水底地盤B上
に安定した状態で保持されるものである。
The sheet for stabilizing the base of an underwater structure constructed as described above is laid at the base of an underwater structure A such as a caisson, and the sheet main body 1 protrudes from the periphery of the base of the structure A. The concrete pile 3 at the free end is buried and anchored in the earth and sand of the water bottom ground B due to its own weight and shaking due to waves and water current, and the free end of the sheet body 1 is held in a stable state on the water bottom ground B. It is something that

この結果、シート本体1の自由端部の、波浪、水流によ
る揺動が阻止され、同自由端部下方の水底地盤Bの土砂
の洗掘による不等沈下に基因する水中構造物Aの傾斜、
沈下が未然に防止されるものである。
As a result, the free end of the sheet body 1 is prevented from swinging due to waves and water currents, and the inclination of the underwater structure A due to uneven settlement due to scouring of the earth and sand of the underwater ground B below the free end is prevented.
This is to prevent subsidence.

以下本発明を実施例について説明したが、本発明は勿論
このような実施例にだけ極限されるものではなく、本発
明の精神を逸脱しない範囲内で種種の設計の改変を施し
うるものであろ。
The present invention has been described below with reference to embodiments, but the present invention is of course not limited to these embodiments, and may be modified in various designs without departing from the spirit of the invention. .

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に係る水中構造物の基底部安定用シート
の一実施例を示す斜面図、第2図はその平面図、第3図
は側面図、第4図はその使用状態を示す縦断面図である
。 1・・・・・・シート本体、2・・・・・・鋼管、3・
・・・・・コンクリートパイル、4・・・・・・索条。
Fig. 1 is a perspective view showing an embodiment of the sheet for stabilizing the base of an underwater structure according to the present invention, Fig. 2 is a plan view thereof, Fig. 3 is a side view thereof, and Fig. 4 is a view showing its state of use. FIG. 1... Seat body, 2... Steel pipe, 3.
... Concrete pile, 4 ... Cable.

Claims (1)

【特許請求の範囲】[Claims] 1 水中構造物の基底部に敷設される可撓性シート本体
の自由端に鋼管を装着するとともに、同鋼管内に挿通さ
れた索条を介してコンクリートパイルを連結してなるこ
とを特徴とする水中構造物の基底部安定用シート。
1. A steel pipe is attached to the free end of the flexible sheet body laid at the base of the underwater structure, and a concrete pile is connected via a cable inserted into the steel pipe. Sheet for stabilizing the base of underwater structures.
JP11409182A 1982-07-02 1982-07-02 Sheet for stabilizing the base of underwater structures Expired JPS6053123B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11409182A JPS6053123B2 (en) 1982-07-02 1982-07-02 Sheet for stabilizing the base of underwater structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11409182A JPS6053123B2 (en) 1982-07-02 1982-07-02 Sheet for stabilizing the base of underwater structures

Publications (2)

Publication Number Publication Date
JPS598830A JPS598830A (en) 1984-01-18
JPS6053123B2 true JPS6053123B2 (en) 1985-11-22

Family

ID=14628872

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11409182A Expired JPS6053123B2 (en) 1982-07-02 1982-07-02 Sheet for stabilizing the base of underwater structures

Country Status (1)

Country Link
JP (1) JPS6053123B2 (en)

Also Published As

Publication number Publication date
JPS598830A (en) 1984-01-18

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